20031421 Ver 1_Complete File_20040907

SENDlliG CONFIRMATION

DATE
NAME
TEL

SEP-7-2004 TUE 09:39
DWQ-WETLANDS
9197336893

PHONE
PAGES
START TIME
ELAPSED TIME
MODE
RESULTS

96768395
5/5
SEP-07 09: 37

01'41"

ECM
OK

FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...

AVA
NCDENR
North Carolina Department or EnvIronment BI1d Natural Resourcos
Vi.ision ur WaUl' Quality

1'/"II:am J. A088, Jr.. S.:"I,,/
Alan VI. Kkn&l<. P.E., Olroc:or

',tl:h..ol r. Ea&ey, Gcvernor

WetJandO;/401 Certification Volt

Stred Addr.,..,

2321 Cr.htne Boule,ard. Suite 250
Raleigh, NC 27604 2260

Mailing Add""""

t650 /.1ltil Senice Cenl<r
Raleie}1. NC 27699-1650

CoatactWonn,dioll' Phon_II: 9t9.733,1786
F.... iI: 919-733-6893

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~rthCarulina
iV/lttlmll!!

Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

August 23, 2004

DWQ Project # 03-1421
Wake County

Mr. Robert Sullivan
9017 Holly Springs Road
Apex NC 27539

Subject Property:

Fern Valley Subdivision
DWQ Project # 03-1421
Wake County

Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions

Dear Mr. Sullivan:

\
You have our approval, in accordance with the attached cqnditions and those listed below, to
place fill within or otherwise impact 78 feet of streams, 0.27 acres of wetlands, and 7659 square
feet (ft2) of protected riparian buffers for the purpose of a rdad crossing at the subject property,
as described within your application dated October 30, 2001(application received by the Division
of Water Quality on November 12, 2003) and the additional information received on January 28,
2004, May, 272004, and July 21,2004 by the N.C. Division of Water Quality (DWQ). After
reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number 3404 (GC3404). The Certification allows you to use Nationwide
Permit 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act
as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, Non-discharge, and construction stormwater permit
(NCGOlOOOO). Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.

This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.

N~'IthCarolina
;Valllrn!!!!

401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAA 919-733-6S93/lnternet: http://h2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l 0% Post Consumer Paper

Fern Valley Phase IV
Page 3 of 4
August 17, 2004

4. No Sediment & Erosion Control Measures win Wetlands or Waters

Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.

5. Construction Stormwater Permit NCGOlOOOO

1. Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGOlOOOO) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, recoiq keeping and reporting requirements
are required. A copy of this permit and monitoring\report forms may be found at
http://h2o.enr.state.nc.us/su/FonlzsDocuments.htm\

6. Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.

If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.

Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse Riparian buffer protection rule as described within 15A NCAC 2B

Aug 19 04 08:11a

Neal C. Flo~d ~ Assoc.

676 8395

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Neal C. Floyd & Associates, Inc.

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7908 AUDUBON DR. I RALEIGH. NORTH CAROLINA 27615 / 919-870-7865
HUG-19-2004 THU 05:41 TEL: [phone]

NHME: DWQ-WETLH~~DS

P.. 1

Aug 19 04 08:11a

Neal C. Flo~d ~ Assoc.

676 8395

p.2

,
.

Action ID:

200420560

U.S.ARMYCORPSOFENGINEERS copy
Wilmington District
County: Wake

--

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Authorized
Agcnt_ Nc:ll Floyd & Associates, Inc.
Atm: Neal Floyd
Address 7908 Amlubon Drive
Raleigh. NC 27615
Telephone Number 919-422-6745

Property
Owner ~hcrt Sullivan

Address_9017 Hollv SprinQs Road
Apex. NC 27539
Telephone Number 919-387-1080

Size and Location of Pro lcrt watcrbod Hi .hwa name/numher town ctc.: The property is
approximately 30 acres in size and loca,cd approximately 2000 feet east of Stewart Road (SR 1401) and 1800 feet
south of Ballentine Dairy Road (SR 1400), north of Fuquay-Varina, Wake County, North Carolina. The property
contains a stream channel with indicators of an ordinary high water mark and wetlands adjacenl to an unnamed
tributary of Tcmblc Creek, above headwaters, in th~ N~use River Basin.

Dc~criT1tion of Activity: This pemlit authorizes the excavation and placement of {iJl and culverts associated with
the construction of Fern Valley subdivision phase lV. Penn anent impacts to waters authorized by this pcnnit
include 0.005 acre of intermittent stream chaIUlel and 0.27 acre of wetlands. Total impacts authorized by
this pcmlit verificatiun are 0.275 acre.

Applicable Law:

x

Section 404 (Clean 'Vater Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.

14

Regional Gencral Permit Number
Nationwide Permit Number(s)

Authorization:

Any violation of the conditions of the Regional General or Nationwide Permit referenced abo,'c may subject
the permittee to a stop ,york order, a restoration order, and/or appropriatc legal action. Thls Department
of the Army Rcgional General Permit or Nationwide Permit verification docs not relievc the !Jermittee of
the responsibility to obtain any other required Fedcral, State, or IlIcal approvals/pcnults. The permittec
may need to contact appropriate State and local agencies before beginning work. If you have any questiolls
regarding the Corps of Engine~rs regulatory program, please contact Jennifer ^. Burdette
at telephone number [phone] ext. 22 .

This ,'crificatioll will remain valid until July 19~ 2004 unless the nationwide authorization is modit1ctt,
reissued or revokcd. If, prior to Julv 19. 2004-the nationwidc permit autl1oriLution is reissued and/or
modificd, this verification ,,,ill remain 'Valid until July 19. 2004, provided it complies with allmodilications.
If the natiollwlde penult authorizlltion expires or is suspended, revoked, or is moditicd, such that the
activity would no longer comply with the terms and conditions of the nationwidc pertuit, activities which
have commenced (i.e., arc undcr construction) or are under contract to CUDllucnce in reliance upon thc
nationwide pcrmit, will remain autIlOrlzcu provided the activity is completed within twelve months of the
date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or rcvoke tbe authorization.

Regulutory l'rojeel Munuger S;gnaturo /.-,--:1 tf? vf~
Authorization Date July 19.2004 /- Expiration Dat.e -July 19.2006

-
NAME: DWQ-WETLRNDS

---.-.,-"

RUG-19-2004

THU 05:42

TEL: [phone]

P.

2

Michael F. Easley
Governor

William G. Ross, Jr., Secretary
Department of Environment and Natural Resources

Alan W. Klimek, P.E., Director
Division of Water Quality

June 4,2004

Registered Mail
Return Receipt Requested

Mr. Robert Sullivan
9017 Holly Springs Road
Apex, NC 27539

Subject: Additional Information Request & on Hold Notification
Fern Valley Subdivision
DWQ 03-1421
Wake County

Dear Mr. Sullivan:

On November 28, 2004, Wetlands/401 Unit of the Division of Water Quality received the additional information
requested in a letter sent to you from the DWQ dated November 15,1003 to impact 0.27 acres of wetlands, 78 feet of
stream, and 7659 square feet of protected riparian buffers to construct the proposed Fern Valley Subdivision, Phase IV. On
May 27, 2004, DWQ received additional information in response to.a February 10,2004 DWQ additional information
letter. After review of your response, this office is placing your project on hold. Please note that if the response to this
letter is not adequate, that DWQ will return the application and you will need to reapply with a new fee. We will require
you to address the following items in order to allow processing of you! project to continue pursuant to 15A NCAC 2B
.0500.

1) Upon review of the material, DWQ staff were unable to determine whether the feature located on western portion of
the tract was subject to Neuse Riparian Buffer Rules. The site vicinity did not match exactly one of the plan sets
provided in the application. As such, please address in your response whether the feature is depicted on the Wake
County Soil Survey and/or USGS map and properly confirm/determine whether western feature (labeled wetlands on
the plans) is subject to Riparian Buffer Rules.

2) If the abovementioned feature is subject to the Neuse buffer rules, your plans need to depict buffers accordingly.

3) Your response to the February 10,2004, DWQ additional information letter indicated the following" The stub road
labeled Ivey Valley Drive is south of the pond described. Its construction has no impact on buffers or wetlands. This
stub was required by the town of Fuquay as a part of the town thoroughfare plan."

Pursuant to 15A NCAC 2H .0506 (b) (4) the wetlands 401 Unit is required to adequately address cumulative impacts.
As such, provide documentation from the Town of Fuquay Varina that this "stub-out" is a part of the thoroughplan and
is required by the Town. From your response, possible follow-up discussions with the Town, the Transportation Unit
ofDWQ, and US Army Corps of Engineers, a determination will be made as to whether this road crossing/project
meets conditions of this rule and whether the Certification for this project may be issued.

4) Please provide a detail of the road crossing. You explained in your response that three (3) 30 inch pipes will be used
in the crossing. Please detail, the toe slope fill of the crossing, the plans must show the specific placement of the
pipes, the plans must show the location of the stream channel with respect the pipe placement, the plans must also
show the location of any inlet and/or outlet stabilization measures (rip-rap), and explain how the flow will be directed
back into the channel. It is the experience of the Wetlands Unit staff that muti-cuverted crossing, like that indicated in
your application, will result in impacts to the stream well beyond the footprint of the toe slope fill, due to bank
destabilization and the need to connect flow into the original stream channel. If these impacts occur, they must be
addressed as apart of this application.

If you have any questions or would require any additional information please contact Danny Smith at (919)
733-9716. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd.. Raleigh. NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h20.enr.state.nc.us/ncwetlands/

Page 2 of2
Fern Valley
DWQ No. 03-1421

time for this application will begin when this information is received. If we do not hear from you by writing within three
(3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.

Sincerely,

ds
cc: Raleigh- DWQ Regional Office-Mike Horan
Raleigh Field Office - Corps of Engineers
Central Files
File Copy
C. Gregory Bagley, Carolina Engineering, P.O. Box 759, Fuquay-Varina, NC 27526
Town of Fuquay Varian

Dorney
Water Quality Certificaf n Program

It>/

Michael F. Easley
Governor

William G. Ross, Jr., Secretary
Department of Environment and Natural Resources

Alan W. Klimek, P.E., Director
Division of Water Quality

June 4,2004

Registered Mail
Return Receipt Requested

Mr. Robert Sullivan
9017 Holly Springs Road
Apex, NC 27539

Subject: Additional Information Request & on Hold Notification
Fern Valley Subdivision
DW.Q 03-1421
Wake County

Dear Mr. Sullivan:

On November 28,2004, Wetlands/401 Unit of the Division of Water Quality received the additional information
requested in a letter sent to you from the DWQ dated November 15,1003 to impact 0.27 acres of wetlands, 78 feet of
stream, and 7659 square feet of protected riparian buffers to construct the proposed F~rn Valley Subdivision, Phase IV. On
May 27, 2004, DWQ received additional information in response tO,a February 10,2004 DWQ additional information
letter. After review of your response, this office is placing your project on hold. Please note that if the response to this
letter is not adequate, that DWQ will return the application and youwill need to reapply with a new fee. We will require
you to address the following items in order to allow processing of your project to continue pursuant to 15A NCAC 2B
.0500.

1) Upon review of the material, DWQ staff were unable to determine whether the feature located on western portion of
the tract was subject to Neuse Riparian Buffer Rules. The site vicinity did not match exactly one of the plan sets
provided in the application. As such, please address in your response whether the feature is depicted on the Wake
County Soil Survey and/or USGS map and properly confmnldetermine whether western feature (labeled wetlands on
the plans) is subject to Riparian Buffer Rules.

2) If the abovementioned feature is subject to the Neuse buffer rules, your plans need to depict buffers accordingly.

3) Your response to the February 10,2004, DWQ additional information letter indicated the following" The stub road
labeled Ivey Valley Drive is south of the pond described. Its construction has no impact on buffers or wetlands. This
stub was required by the town of Fuquay as a part of the town thoroughfare plan."

Pursuant to 15A NCAC 2H .0506 (b) (4) the wetlands 401 Unit is required to adequately address cumulative impacts.
As such, provide documentation from the Town of Fuquay Varina that this "stub-out" is a part of the thoroughplan and
is required by the Town. From your response, possible follow-up discussions with the Town, the Transportation Unit
of DWQ, and US Army Corps of Engineers, a determination will be made as to whether this road crossing/project
meets conditions of this rule and whether the Certification for this project may be issued.

4) Please provide a detail of the road crossing. You explained in your response that three (3) 30 inch pipes will be used
in the crossing. Please detail, the toe slope fill of the crossing, the plans must show the specific placement of the
pipes, the plans must show the location of the stream channel with respect the pipe placement, the plans must also
show the location of any inlet and/or outlet stabilization measures (rip-rap), and explain how the flow will be directed
back into the channel. It is the experience of the Wetlands Unit staff that muti-cuverted crossing, like that indicated in
your application, will result in impacts to the stream well beyond the footprint of the toe slope fill, due to bank
destabilization and the need to connect flow into the original stream channel. If these impacts occur, they must be
addressed as apart of this application.

If you have any questions or would require any additional information please contact Danny Smith at (919)
733-9716. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mall Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h20.enr.state.nc.us/ncwetlandsl

"

Page 2 of2
Fern Valley
DWQ No. 03-1421

time for this application will begin when this information is received. If we do not hear from you by writing within three
(3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.

Sincerely,

ds
cc: Raleigh- DWQ Regional Office-Mike Horan
Raleigh Field Office - Corps of Engineers
Central Files
File Copy
C. Gregory Bagley, Carolina Engineering, P.O. Box 759, Fuquay-Varina, NC 27526
Town of Fuquay Varian

~..~.~....................<
~W!c:::U

TOWN OF FUQUAY-VARINA
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526

FUQUAY. VARINA, NORTH CAROUNA

July 14,2004

Greg Bagley, P.E.
Carolina Engineering
P.O. Box 759
Fuquay-Varina, North Carolina 27526

WETLANDS /401 GROUP
JUL 2 1 2004
WATER QUAUlY SECTION

Re: Fern Valley, Phase 4, Ivy Valley Drive Extension

Dear Mr. Bagley:

In response to your question about the extension oflvy Valley Drive, this street is defined
by the Town as a Residential Collector Street and therefore is required to continue east
and intersect with Sunset Lake Road. The right of way and road construction oflvy
Valley Drive must extend to the eastern property line of Fern Valley Phase 4 in
accordance with the approved construction drawings. This improvement will then allow
the street to continue as part of the next phase of Fern Valley or provide a connection
with future development to tie to Sunset Lake Road.

I hope this clarifies any questions regarding the extension oflvy Valley Drive. When
Fern Valley was first submitted to the Town for review in 1997 it was discussed at that
time that the project, if additional phases were added, that Ivy Valley Drive would
continue east toward and intersect with Sunset Lake Road.

Please contact me if you have any questions regarding this matter.

S:=J~

~iehael Sorensen
Planning Director
Town of Fuquay-Varina

Cc. Project File

Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759. Fuquay-Varina, NC 27526. [phone]. Fax [phone]

July 2, 2004

Mr. Danny Smith
NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

\
\

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County

WETLANDS 1401 GROUP
JUL 2 1 2004
WATER QUALITY SECTION

Dear Mr. Smith:

Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

I. The area in question on the west property line at Sethcreek Drive is subject to Neuse
Riparian Buffer Rules.
2. The plans now show the Neuse Buffers as requested. This can be seen on sheet 2 of7
at the end of Sethcreek Drive.
3. The stub road labeled Ivey valley drive is more than 150 feet south of the pond
described. Its construction has no impact on buffers or wetlands. This stub was
required by the town of Fuquay as a part of the town roadway system plan. A letter
from the town planner is attached for your consideration requiring us to complete this
stub per plans.
4. The pipe design was for three 30" pipes required to prevent overtopping of the
roadway in the event of a 25 year storm event. We recognize that for most rainfalls, a
single pipe would be adequate. The town engineer requiring that the headwater not
flood lots or overtop the road is Jay Myers. You may contact Jay Meyers at 567-
3911. A detail of the crossing is attached.

Should you have questions, do not hesitate to contact this office.

Sincerely, .

('J 6/'71e91Yf

C. Gregory Bagley

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Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759 II Fuquay-Varina, NC 27526.. [phone] II Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County

WETLANDS /401 CI-.r/I'"
l - J r~)l...lt...

.! '"

~i '~i /(j[)~~

WATER QUALITY SECTiON

Dear Ms. Edwards:

#

Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments .

I. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets aiId a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy ofthe erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Sectio~ 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or.wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill and to have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely, .

(7[;-;'7131) ~

C. Gregory Bagley

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Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759. Fuquay-Varina, NC 27526. [phone]. Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County

WE nA NOS 1401 GROUP

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Dear Ms. Edwards:

Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

1. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Section 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill and to have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely,

/;{'~. ~"1;;& {I/
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c. Gregory Bagley

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Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759 a Fuquay-Varina, NC 27526 a [phone] a Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County

WETLANDS 1401 GROUP

WATE/) QU"L/~"
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Dear Ms. Edwards:

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Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments .

I. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Section 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill and to have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely,

C~7-60,~

c. Gregory Bagley

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Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759. Fuquay-Varina, NC 27526. [phone]. Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ ProjeCt No 03-1421
- Fern Valley Subdivision Phase 4
Wake Comity

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Dear Ms. Edwards:

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Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

1. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Section 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill and to have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely, .

C~76tJty

C. Gregory Bagley

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P. E. Director
Division of Water Quality

Coleen H. Sullins, Deputy Director
Division of Water Quality

".-

February 10, 2004

DWQ Project No. 03-1421
Wake County
Page 1 of 2

CERTIFIED MAil: RETURN RECEIPT REQUESTED

Mr. Robert Sullivan
9017 Holly Springs Road
Apex, North Carolina 27539

Subject Property:

Fern Valley Subdivision, Phase IV

REQUEST FOR MORE INFORMATION

Dear Mr. Floyd:

On January 28, 2004, the Division of Water Quality (DWQ) received the additional information requested in a letter sent to
you from the DWQ dated November 25, 2003 to impact 0.27 acres of wetlands, 78 feet of stream and 7659 square feet
(fe) of protected riparian buffers to construct the proposed Fern Valley Subdivision, Phase IV. The DWQ has determined
that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetland, streams and/or buffers on the
subject property. Therefore, unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H .0506 and 28 .0233(8) and will place this project on hold as
incomplete until we receive this additional information. Please provide 7 copies of the following information so that we
may continue to review your project. This information should be submitted to this office at the address within this
letterhead. Please be aware that if these issues are not adequately addressed with this third submittal, then we will return
your application and require you to reapply with a new fee and revised application.

Additional Information:

1. DWQ previously requested that you provide cross section details showing the provisions for aquatic life passage for
your road crossing; however this was not provided. Please submit these details.

2. DWQ previously requested that you indicate the diffuse flow provision measures on the site plan; however this was
not provided. These diffuse flow provisions need to be located out of wetlands and buffers and around all stream
features within your site plans. Also note that if a stream feature exists adjacent to your site plans, then diffuse flow
provisions could possibly be needed in these areas as well.

3. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on the site plan. Please
note that this could increase the amount of stream impacts previously applied for and would require an additional
application fee.

4. The stub road labeled as Ivy Valley Drive on the plans does not appear to be necessary. It appears that this stub
road is directed towards an existing pond, and this impact would be hard to permit for future development. Please
eliminate the stub road or provide additional information as to why it is necessary for this project.

5. Please clarify on your application if you plan to use one 36" pipe or two 42" pipes in your road crossing, since this is
unclear in your application.

North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd.. Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h20.enr.state.nc.us/ncwetlands/

Robert Sullivan
Page 2 of 2
2/10/04

6. Please show the building footprints for lots 93, 97-102, 105 & 106. These lots have either wetlands or riparian
buffers wit!Jjn them and its unclear if some of these lots can be built upon.

Please respond within three weeks of the date of this letter by sending this information to me in writing. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn.

This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Ms. Debbie Edwards at 919-733-9584 if you have any questions regarding or would like to set up a meeting to
discuss this matter.

Sincerely,

cc: Neal Floyd, 7908 Audubon Dr., Raleigh,
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files

owe Fern Valley 031421

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Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 759 II Fuquay-Varina. NC 27526.. [phone].. Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County

WETLANDS 1401 GROUP

.,
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Dear Ms. Edwards:

Vi"1TEi( QU;lLI-/'v (-.'I.C""
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I

Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

1. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy ofthe appropriate portion ofthe
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Section 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill andto have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely,

C6::~6q/t

c. Gregory Bagley

,

Carolina Engineering
Engineering 0 Planning 0 Land Development

P.O. Box 75911 Fuquay-Varina. NC 2752611 [phone] II Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
WakefCounty

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Dear Ms. Edwards:

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Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

1. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attached for Phase 4 Section 2. There are no impacts in Section I.
4. The stub r<,?ad labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
town of Fuquay as a part of the town thoroughfare plan.
5. The pipe design was for three 30" pipes to minimize fill and to have adequate cover.
6. A copy of the lots requested have been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely, . .

C ~~1J;()J/

C. Gregory Bagley

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Engineering 0 Planning 0 Land Development

P.O. Box 759. Fuquay-Varina, NC 27526. [phone]. Fax [phone]

February, 23, 2004

NC Division of Water Quality
1850 Mail Service Center
Raleigh, NC 27699-1850

Ref: DWQ Project No 03-1421
Fern Valley Subdivision Phase 4
Wake County ·

WETLANDS I 401 GROUP

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Dear Ms. Edwards:

(;I,~\rEk QUALlTYsi:'
....enON

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Attached for your files and review are seven sets (7) of the sheets showing the revisions to
plans addressing your comments from Feb. 102004. Also, the following are written responses to your
like numbered comments.

I. Notes have been added and a sheet showing the pipe crossing is attached.
2. Level spreaders are added to the sheets and a copy of the appropriate portion of the
plan is attached.
3. The sheets show all stream impacts as requested. A copy of the erosion control plan
is attac.hed for Phase 4 Section 2. There are no impacts in Section 1.
4. The stub road labeled Ivey valley drive is south of the pond described. Its
construction has no impact on buffers or wetlands. This stub was required by the
---
town of Fuquay as a part oft thoroughfare plan.
5. The pipe design was for thre 30" ipes to minimize fill and to have adequate cover.
6. A copy of the lots requested a been shown with 40' by 40' footprints.

Should you have questions, do not hesitate to contact this office.

Sincerely,

/:~~. <1;;CC {//
l {!;/- -?i? (- :) f
C. Gregory Bagley

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

CERTIFIED MAIL - RETURN RECEIPT REQUESTED

November 25,2003
DWQ # 03-1421
Wake County

Robert Sullivan I C"
9017 Holly Springs Road <;S 2 -folZ,.-/
Apex, NC 27539

Subject Property: Fern Valley subdivision, Phase IV

Dear Mr. Sullivan:

On November 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing for a subdivision in
Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance I" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.

1. Please provide cross section details showing the provisions for aquatic life passage.
2. Please indicate the diffuse flow provision measures on the site plan.

Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.

Sincerely,

JRDlbs

~:J
n R. Dorney
1 Water Quality Cerf ication Program

cc:

Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Neal Floyd, 7908 Audubon Drive, Raleigh, NC 27615

WE11ANDS /401 GrWUP

.}AN 2 G 2004
WATER OUALlTY SECTION

A7A
NCDENH

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd.. Raleigh. NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.l1s/ncwetlands)
Customer Service #: 1-877-623-6748

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact: Debbie Edwards
WQ Supervisor: Ken SChllstAr

n_6__

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDAT

Facility Name Fern Vallcy Phasc IV
Project Number 03 1421
Recvd From APP
Received Date 11/12/03 Recvd By Region
Project Type rcsidcntial Subdivision road crossing

W{\ \:C-l
\s~J '

Certificates

Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index

Stream
Class

ACI
Basin RE

s (ft.)

W

Prim. Supp.

I 39 I forested It!> Y ON 1 127-43-15-8 ~I NSW 130,403. I
-
I NBR 1 Buffers It!> y ON 1 I r--I 130,403. I 0.181 I 1
. -
1 I IOY ON 1 I r--I I 1 1 I I

Mitiqation
MitigationType

Wetland
Type Acres

Feet

r

Is Wetland Rating Sheet Attached? 0 Y @ N Did you request more info? @ YON
Have Project Changes/Conditions Been Discussed With Applicant? @ YON

Is Mitigation required? 0 Y @ N

Recommendation: 0 Issue Olssue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:
2/4/04 HOLD. NEED MORE INFO-
1-road crossing needs inlet and outlet protection, will increase the amount of impact
2-need cross sectional details of road crossing to show the provisions for aquatic life passage
3-diffuse flow provisions need to be shown. around the road crossing and in the SW corner of
property, existing stream (use own BMP standards)
4-remove stub road to the east, existing pond just beyond stub, not a good place for future impacts
5-remove all level spreaders out of wetlands
6-please clarify if your intentions are to use one 36" pipe or two 42" pipes, discrepancy in maps
7-building footprints need to be shown in areas where excessive wetland and buffers within property
plats

v~c! \ ~ EI I ==6
' \0 'j \ ~ VV\ <: -\ ,V c, Oli f( .
<)Ui\-k0 '\ (, ,.oF'! 14~ C ~/) ~

"f I ') (u JJ

cc:

Regional Office
Central Office

Page Number 1

,

7

Date: . 1/'d9bL(

Triage (~~ecI{ List
\~" f~\\\ \
qt\'- \"\. C V II l)~ Je /1/
Project Name: V -e (" " 0 Y tt
DWQ#: () ~- /i d- J
County: U ;( ~

To:

D ARO
D FRO
D Jv1RO
G"" RRO

Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell

D'WaRO
D WiRO
D WSRO

Tom Steffens

Noelle Lutheran
Daryl Lamb

From:

Telephone: (919)

The fIle attached is being forwarded to your for yoUr evaluation.
Please call if you need a~$~stance.
.\

D Stream length impacted
D Stream deteImination
D Wetland determination and distance to blue-line sUrface waters on USFW topo maps
o Minimization/avoidance issues
. D Buffer Rilles (Neuse, Tar-Pamlico, Catawba, Randleman)
D P~nd fill
o Mitigation Ratios
o Ditchi~g'
O' Are the stream and or wetland mitigation sites available and viable?
o . Check drawings for accuracy
o Is the application consistent with pre-application meetings? "
. 0 C,u.1llillative impact concern

Comments:

abb~
~/

LJ/// '~CMc/l~
~. )(fi()

C dt/7-'}
1/

7908 AUDUBON DR. / RALEIGH. NORTH CAROLINA 27615 / 919-870-7865

Neal C. Floyd & Associates, Inc.

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WETLANDS / 401 GROUP
JAN .2 8 2004
WATER QUALITY SECTION

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7908 AUDUBON DR. /
RALEIGH. NORTH CAROLINA 27615 / 919-870-7865

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Neal C. Flo~d ~ Assoc.

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7908 AUDUBON DR. I RALEIGH NORTH CAROLINA 27615 J 919-870-7865

N. C. Division ufWaler Qua:::y. 401 Wetlands Certitication Un:!,
1 GSO ~lail Service Ccnler, Haldgh, NC 276QQ-1650 (Mailing Address)
2321 Crabtree Blvd. Raleigh, NC 27604-2260 (Location)
(919) 73).1786 (phone), 919.133-6893 (fax), (hltl)'/1h2o erJ:,st&l~JIC,l1s/ncwrtlands)
{'",,~~.. "~",;,.p h' 1-R77-623-6748

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RALEIGH, NORTH CAROLINA 27615 I 919-870-7865

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31DNv~avno VNl~V A-A vn()n~

Form V~rsion April 200 I

Office Use Only:

USACE Action LD No.

DWQ No.

If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.

I. Processing

1. Check all of the approval(s) requested for this project:
o Section 404 Permit
o Section 10 Permit
~ 40 I Water Quality Certification
o Riparian or Watershed Buffer Rules

2. Nationwide, Regional or General Permit Number(s) Requested: NW r 39

3. I f this notification is solely a courtesy copy because written approval for the 40 I Certification
is not required, check here: 0

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VllI - Mitigation), check here: 0

II. Applicant Information

1. Owner/Applicant lnformatio~n ~'
Name ~ lV~
Mailing Address:u 0 -: ~~ ~~;t;I ~

(2J

Fax Number:

Telephone Number: :3 31- \ 050
E-mail Address:

2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
~~~;~d if the Age~ ~l~Ory J.uthority for the owner/applicant.)

Company Affiliation: _~ _ _ M)cL. -:t:.-c-.
Mailmg Address: ~B_ . __=D.f:J~
~.'\\-. We. 'L Ilo\S

Telephone Number:_+~2-~ 7 LfS
E-mail Address:

Fax Number: &>l{p -B3'l'S

Page3of12

II I. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than' I] by ] 7-inch fonnat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

I. Name of project:_-refV\ \je-\\!tj PM..te.. W (c:.-ykf\S\'dV\ 0+- ~Mo-.c..e.
2. T.I.P. Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0 b~ 1 - 01- -6S - 40 3B

.'

4. Location _ \ \ I .
County: WCULe. Nearest Town: \==~oJl''\O-
Subdivision name (include phase/lot number): ~ V\ \Jo..lla. "OJ.
Directions to site (include road numbers, landrnarks, etc.):

~~I\~~~~~~,,~i0~J~i 3/4~;lL

.

5. Site coordinates, if available (UTM or Lat/Long):
(Note - I f project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Descr:ve the existing land use or condition of the site at the time of this application:
~OO cUtd-

7. Property size (acres): 3D oLf~ f~~S ~

8. Nearest body of water (streamlriverlsoundlocean/lake): \Ai\~d tv"'\DvC\o-.r\ 1u
^ \ /:e,rr~~~
9. River Basin: '\Jet.A.~
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.enr.stute.nc.us/admin/mups/.)

Page40fl2

10. Describe the purpose of the proposed work:
\ 'd4\J\C:;\a-l'\ "}.

11. List the type of equipment to be used to construct the project: 50. rood 'aV:J.d\l'-j
~p~T

12. Describe the land use in the vicinity of "this project: sv.bcf\\J\<.\ G"A c:l.a..\Je.l~~d
~ ~M.lD.."d .
l
IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.

'l)J\R~~~~.~~V ~ ~ ld:1 0:1:\\'1 \1\\Jcl~d
~p.rli..R...r ,p . 4+0 1-P ()oo.[ ~ 0 \

V. Future Project Plans

Are any additional permit requests anticipated for this project in the future? If so, describe the
work from the
~

anticipated work, and prov~de justification for the
application: l\..O 0..0.' ,

VI. Proposed Impacts to Waters of the United StatesfWaters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands. open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and tempo~ary, must be listed herein, and must be clearly identifiable on an accornpanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the irnpact in Section VllI below. If additional space is needed for
listing or description, please attach a separate sheet.

Page5ofl2

I. Wetland Impacts

Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact I OO-year Floodplain** Nearest Stream Type of Wetland** *
(indicate on map) , (acres) (yes/no) (linear feetl
1t1 i-t-i\\;N\ ~ D.1.1o.( Y\O 1.O...1l n..,..rt .(., i-D>.re..s \ed-
; '.:.....'
{>t'pR- T ..., I
~. -
I
.-,

. "

List ~i.lch impacl s~parately and identify temporary impacts. Impacts includ~, but are not limited to: mechanlz~d ckanng. gnllJlng. llil.
.::\cavatlon. !looding. ditching/drainage, etc. For dams. separately list impacts du~ to both struclUre and Ilooding.
IUO-Year Iloodplains are idenlified through the Federal Emergency Management Agency's (FEMA) Flood Insuranc~ KOjtc Maps
[FIRM), or FEMA-approvcd local!loodplain maps. Maps are availabk through the FEMA Map Service Center at I-WU-358-':I616. or
onlin.: at hllp:,"\\\\\\(':ll1a.~llI.
List a II ctland typ~ that best describes wetland to be impacted (e.g., freshwater/saltwater marsh. forested wetland. bei.ll cr pond.
Carolina Bay. bog. elc.)

r~IV
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: D. 2.7 adeS

~ '2.Ct-L ;.-1 p~m

...

2. Stream Impacts, including all intermittent and perennial streams

Type of Impact"

Average Width
of Stream
Before Impact
2-4-'

List each impact se:parately and identify temporary impacts. Impacts include. but are not limited to: culve:rts and associate:d rip-rap.
dams (se:parately list impacts due to both structure: and nooding), relocation (include linear feet before and after. and net loss/gain).
stabilization activities (cement lI'all. rip-rap, crib lI'all. gabions, etc.), excavation, ditching/straightening, e:tc. If stream relocation IS
propose:d. plans and profiles showing the linear footprint for both the original and relocated stre:ams must be included.
Stream namc:s can be: found on USGS topographic maps. If a stream has no name, list as UT (unnam~d tributary) to the near~st
downstr~am nam~d stream into Ilhich it 'noli's. USGS maps are available through the: USGS at 1-800-358-9616. or online: al
\\I\\\.lh~'''\ll. S~vaal int~rnet sites ~Iso alloll' dir~cl dOll'nload and printing of USGS maps (e.g.. \\\\\\ll)~lll1e '''!!!.

~~~Jllil~L'~~)!ll. etc.).

Cumulative impacts (linear distance in feet) to all streams on site:

70'

Page 6 of 12

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.

Open Water Imp:.""
Site Number
(indicate on map)

Type of Impact*

Name of Waterbody
(if applicable)

M

l.iSI cach impact separately and idcnlify temporary impacls. Impacts include. bUI are nOI limiled 10: fill. e:\ca\alilln. _Iredg.ing..
Illlodll1g.. drainage. bulkheads. elC

4. Pond Creation
I f construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 0 uplands 0 stream 0 \v.ctlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout ponJ.
local stormwater requirement, etc.):

Size of watershed draining to pond:

Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility. and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts. and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.

Page 7 of 12

VIII. Mitigation

DWQ - In accordance with I5A NCAC 2H .0500, mitIgation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessaTY_'_~o ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative' value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include.
but are not limited to: reducing the size of the project; establishing and maintaining wetland
andlor upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any appljcation
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
Imp:! /h2n.enr.state. ne . lis/newel lands/strm~ide. html.

I. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.). and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.

Page80fl2

) Miti~~ion may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be:
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at 1!~I1?:h2_11_t'IlLS_I,~Ic..I1~_US \"]) Illdt'\.lillll. If
use of the NCWRP is proposed, please check the appropriate box on page three and pro\'ide
the following information:

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmental Documentation (DWQ Only)

Does the project involve an expenditure of public funds or the use of public (federal/slate/local)
land?

-Yes D

No D

.-

I f yes. does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NLP;\/SI:P:\J'?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes D No 0

I f yes. has the document review been finalized by the State Clearinghouse'? If so, please attach a
copy of the N EP A or SEP A final approval letter.
Yes 0 No 0

X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also pro\'ide
justification for these impacts in Section VII above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be shu\\n un a
map, whether or not impacts are proposed to the buffers. Correspondence from the DV/Q
Region,,]-Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

Will the project impact protected riparian buffers identified within J 5A NCAC 1B .0233
(Neuse), J 5A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes gJ No 0 If you answered "yes", provide the following information:

Page 9 of 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. !f buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

I
2

Multiplier

Required
Mitigation

Zone*

3
1.5

Total

Zone I extends oul 30 feel perpendicular from near bank of channel; Zone 2 eXlend, an
. additional 20 feet from the edge of Zone I.

!.f buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within l5A NCAC 2B .0242 or .0260.

.'

XI. Stormwater (OWQ Only)

Describe impervious acreage (both eXlstmg and proposed) versus total acreage on the site.
Discuss stonnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.. '
\0.0/\ ~ ~q\v..~V{).J\'1'-D.- c.~ s\-ds~

XII. Sewage Disposal (OWQ Only)

Clearly detail the ultirnate treatment methods and disposition (non-discharge or discharge) of
wastewater &enerated fro~he proposed project, or available capacity or the subject facility.
<;J)~~~ ()'M ~V\ n+ ~~\AQ~04'^o.......

XIII. Violations (OWQ Only)

Is this site in violation of DWQ Wetland Rules (lSA NCAC 2H .0500) or any Buffer Rules?
Yes 0 No 0 ~ W'\ot Q..l.0c.J.e.. 0+- ~V\ '1 V \ O~ OV\ ~

[s this an after-the-fact pennit application?
Yes 0 No [ZJ

Page 10 of 12

XIV.

Other ~ircumstances (Optional):

US Fish and Wi"
Raleigh Field Of
Post Office Box
Raleigh, NC ?7f
Telephone: (919:

It is th_e~,applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pennits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Division of Wate
40 I Wetlands Ur
1650 Mail Servi(
Raleigh, NC ?71
Telephone: (919
Fax: [phone]

~~ /o/?DJ61

A pp I i can t/ A gen t' 5 S i gnat"'1- Da te
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Div ision of Coas
1638 Mail Servil
Raleigh, NC 271
Telephone: (919
Fax: [phone]

US Army Corps Of Engineers Field Offices and County Coverage

."

Western Piedmo
3855 Idlewild R
Kernersville, NC
Telephone: (336

Asheville Regu'dtory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers A very Clay Jackson Polk Watauga
15 I Patton A venue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville. NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone [phone] Caldwell Haywood McDowell Swam
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Anny Corps Of Engineers Alleghany Edgecombe Lee Slokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret · Green Pam Iico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans 'Croatan National Forest Only
Wilmington Reg:.;;"wry Field Office Anson Duplin Onslow
US Anny Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 2S 1-4511 Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland

Mountain Regio
20830 Great Sol
Waynesville, NC
Telephone: (828
Fax: (828) 506-'

Page) I of 12

Robert Sullivan, Builder Inc.

US Fish and Wildlife Service / National Marine Fisheries Service

US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33 726
Raleigh, NC 27636-3726
Telephone: [phone]

Division of Water Quality
40 I Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: (919) 733:.1786
Fax: [phone]

Division of Co asIa I Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]

Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville. NC 27284-9180
Telephone: [phone]

Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]<4

US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]

North Carolina State Agencies

Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]

CAMA and NC Coastal Counties

Beaufort
Bertie
Brunswick
Camden
Carteret

Chow an
Craven
Currituck
Dare
Gates

NCWRC and NC Trout Counties

Alleghany
Ashe
A very
Burke

Caldwell
Mitchell
Stokes
Surry

Buncombe
Cherokee
Clay
Graham
Haywood

Henderson
Jackson
Macon
Madison
McDowell

Page 12 of 12

National Marine Fisheries Servic~
Habitat Conservation Division
Pivers Island
Beaufort,NC 285\6
Telephone: [phone]

State Hi'storic Preservation OtTlce
Department Of Cultural Resources
4617 Mail Service Center
Raleigh. NC 27699-4617
Telephone: [phone]
Fax: [phone]\

Hertford
Hyde
New Hanover
Onslow
Pamlico

Pasquolank
Pender "
Perquill1ans
Tyrrell
Washington

Watauga
Wilkes

Polk
Rutherford
Swain
Transylvania
Yance)

Robert Sullivan, Builder Inc.

9017 Holly Springs Rd. Apex, NC 27539

[phone]

1 on 103

To whom it may concern:

Mr. Neal Floyd has been retained by me to act as my agent in gathering
permits associated with wetlands and water quality issues. He may receive and
address correspondence on my behalf as a part of the permitting process.

If you have questions or concerns directly for me, you may reach me at
the above location.

sincer~l~ c-=

~~

Robert ~.-s1~n~
Builder

Robert Sullivan, Builder Inc.

9017 Holly Springs Rd. Apex, NC 27539

[phone]

10/7/03

To whom it may concern:

Mr. Neal Floyd has been retained by me to act as my agent in gathering
permits associated with wetlands and water quality issues. He may receive and
address correspondence on my behalf as a part of the permitting process.

If you have questions or concerns directly for me, YOu may reach me at
the above location.' "

S~r.J r;;:;;;z,
RObert~
Builder

DWQ#

D3 -/l/;;l(

Date

1/ )21!fJ 3

"

Who ReViewe!f:tm 0

110

Plan Detail Incomplete

o Please provide a location map for the project.
o Please show all stream impacts including all fill slopes. dissipaters. and bank stabilization on the site plan.
o Please show all wetland impacts including fill slopes on the site plan.
o Please indicate all buffer impacts on the site plan.
o Please indicate proposed lot layout as overlays on the site plan.
o Please indicate the location of the protected buffers as overlays on the site plan.
o Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
eS- Please provide cross section details showing the provisions for aquatic life passage.

I:
f,>"

.) l~

o
o
o
o
o

~

Please locate any planned sewer lines on the site plan.

Please provide the location of any proposed stormwater management practices as required by GC

Please provide detail for the stormwater management practices as required by GC

Please specify the percent of project imperviousness area based on the estimated built-out conditions.

Please indicate all stormwater outfalls on the site plan.

Please indicate the diffuse flow provision measures on the site plan.

Please indicate whether or not the proposed impacts already been conductcd.

Avoidance and/or Minimization Not Provided

o The ~ labeled as _ on the plans does not appear to be necessary. Please eliminate the _ or provide additional
information as to why it is necessary for this project.

o This Office believes that the --':"Iabeled on the plans as
. Please revise the plans to avoid the impacts.

can be moved or reconfigured to avoid the impacts to the

o This Office believes that the ~ labeled on the plans as
. P1t~ase revise the plans to minimize the impacts.

can be moved or reconfigured to minimize the impacts to the

o The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.

Other

o The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested.filease
provide $ . This additional fee must be received before your application can be reviewed.

o Please complete Section(s) on the application.

o Please provide a signed copy of the application.

o Please provide _ copies of the application. _ copies of the site plans and other supporting information.

Mitigation

o of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.

o Please indicate which 404 Permit the USACE would use to authorize this project.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

November 25,2003
DWQ # 03-1421
Wake County

CERTIFIED MAIL - RETURN RECEIPT REQUESTED

Robert Sullivan
9017 Holly Springs Road
Apex, NC 27539

Subject Property:

Fern Valley subdivision, Phase IV

Dear Mr. Sullivan:

On November 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing for a subdivision in
Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance I" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.

1. Please provide cross section details showing the provisions for aquatic life passage.
2. Please indicate the diffuse flow provision measures on the site plan.

Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.

Sincerely,

JRDlbs

~:J
n R. Dorney
1 Water Quality Cerf ication Program

cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Neal Floyd, 7908 Audubon Drive, Raleigh, NC 27615

A1fA
NCOENR

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h20.enr.state.nc.us/ncwetlands)
Customer Serviee #: 1-877-623-6748

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UNITED STATES POSTAL SERVICE

06/22+ ~I +

First-Class Mail
\.K; Rl Fb~~~g & 188 P4id
Permit No. G-10

~- '. -: Please print your name, address, and ZIP+4 in this box ·

NC DENR Division of Water Quality
Wetlands/40 I Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

('~ \.

11.1\111111.11,111,1\111.1,11,1,111 I." ,11111,11,1.11,11111111

__ ___. _.____.._...5/ Z'i/G~____._____..._. __.. ._. _._.__.__..___________..

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-........-... ..._...__u__..__.~__._...__..__...__. .--.--.. .. .nhC.. .-...--..-....

NOR TH

NOTE:

ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF FUQUAY-VARINA STANDARDS
AND SPECIFACTIONS.

* DENOTES LOTS WITH FLOOD SOILS REQUIRING
A FLOOD STUDY

SITE DATA

TOTAL ACREAGE
DISTURBED AREA
P.I.N.

ZONING
SETBACKS
FRONT

SIDE

REAR

SIDE CORNER

NO. OF LOTS

22.08 Ac.
2.75 Ac.
0667.02 -55-4338

R-10

30'

8'

30'
18'
54 EA.

OWN ER/DEVELOPER
ROBERT SULLIVAN, BUILDER
90 17 HOLLY SPRINGS RD.
FUQUAY-VARINA. NC 27502
Ph. [phone]

ENGINEER

GREG BAGLEY
P.O. BOX 759
FUQUAY-VARINA. NC 27526
Ph. [phone]

NOTE : THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONS OF THE
TOWN OF FUQUAY-VARINA. THE ENGINEER WHOSE SEAL AND SIGNATURE
APPEAR BELOW CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE
TOWN OF FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED AND ARE
APPLICABLE TO THIS PARTICULAR PROJECT. NO EXCEPTIONS
TAKEN TO THE TOWN OF FUQUAY-VARINA STANDARDS.

C. GREGORY BAGLEY

GRAPIUC SCALE

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(-,.,)
11.11I . II ..

- ..-~-----'-_._-' ._.~... ____.__.__ "__n+___.__ ..-_., "-.--_._--.
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REVISIONS BY
Fern Valley Phase 4 v.>eMond5i Ne.use. ~"er &u..4\er ~
Storm Drain Calculations CONS'~UCTION FOOTcfRINT ~
REA = 11,80 FT SO @
PIPE Q CALC b ,
@
FROM STRUCTURE INVERT INVERT SLOPE STRUCrOTAL Q PIPE PIPE PIPE 72
@
TO STRUCTURE LG UPSTREAN)NSTREA~(FT/FT) AREA AREA C STRUC TOTAL CIA CIA
* *
i @
FES#1 TO CB#1 96 367.16 364.54 0.027 0.41 5.28 0.55 7.2 1.62 20.91 19.28 24
CB#1 TO CB#4 72 367.88 367.16 0.010 1.28 4.87 0.55 7.2 5.07 19.29 22.58 24 z
a:::w
CB#4 TO YI#1 92 368.80 367.88 0.010 0.50 3.59 0.55 7.2 1.98 14.22 20. 14 24 W(f)
U-.<(
YI#1 TO YI#2 49 369.50 368.80 0.014 0.50 3.59 0.55 7.2 1.98 14.22 18.84 24 :r:
00..
FES#2 TO CB#2 57 371.12 370.30 0.014 0.18 3.13 0.55 7.2 0.71 12.39 17.87 18 z
I-
CB#2 TO CB#3 90 371.86 371.12 0.008 1.70 2.90 0.45 7.2 5.51 9.40 17.89 18 CJ)
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CB#3 TO YI#3 127 375.65 371.66 0.031 0.63 1.25 0.55 7.2 2.49 4.95 10.94 15 w
YI#3 TOYI#4 63 376.82 375.65 0.019 0.05 1.20 0.55 7.2 0.20 4.75 11.89 15 @ G
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YI#4 TO CB #7 227 379.85 0.25 0.99 9.82 -
376.82 0.013 0.61 0.55 7.2 2.42 15 a=
CB #7 TO VI#5 96 379.85 376.82 0.032 0.33 0.38 0.55 7.2 1.31 1:.50 7.00 15 III
III
YI#S TOYI#6 83 380.10 379.85 0.003 0.05 0.05 0.55 7.2 0.20 0.20 5.08 15 Z to
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CB#7 TO CB#8 188 380.40 379.00 0.007 0.26 0.51 0.55 7.2 1.03 2.02 10.24 15 f'..COl,()
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CB#8 TO CB#9 30 380.80 380.40 0.013 0.25 0.25 0.55 7.2 0.99 0.99 7.03 15 IU zNtO
l,()l
FES#5 TO CB#5 127 374.30 373.00 0.010 0.46 0.46 0.55 7.2 1.82 1.82 9.28 15 C ~ l,() N
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FES#6 TO CB#6 135 379.70 378.30 0.010 0.43 0.43 0.55 7.2 1.70 1.70 9.03 15 - It) a::: ....
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FES#3 TO FES#4 155 382.37 380.52 0.012 29.01 29.01 0.35 7.2 73. 11 73.11 36.01 36 0 x ....
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a= 1Il<(1.i.J-
FES#7 TO CB#11 14 379.77 379.57 0.014 2.21 2.51 0.40 7.2 6.36 7.23 14.62 15 C ::> 5 ..
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CB#11 TO CB#12 56 380.45 379.77 0.012 0.15 0.25 0.40 7.2 0.43 0.72 6.35 15 U o.iro.u...
CB#12 TO CB#13 25 380.65 380.45 0.008 0.05 0.10 0.55 7.2 0.20 0.40 5.48 15 0
CB#11 TO CB#10 68 380.95 379.77 0.017 0.05 2.41 0.45 7.2 0.16 7.81 14.51 15 @)
CB#10 TO CB#14 30 381.32 380.95 0.012 0.05 2.21 0.40 7.2 0.14 6.36 14.33 15
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WIDTH . 1 ~'
DEPTH - 4-
WEIR - 12'

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U. ::)
o
::)
u.

DATE

6-24-03

SCALE

1 '=60'

DESIGNED BY
CGB
DRA'w'N BY
CGB

J[]B

SHEET

2-0F-7

--- ..

~

I

NOR TH

FUQUAY VARINA

VICINITY MAP

NOTES:

1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF FUQUAY-VARINA STANDARDS

AND SPECIFACTIONS.

2. DENOTES LOTS WITH FLOOD SOILS REQUIRING *
A FLOOD STUDY

3. NO MASS GRADING OF LOTS PERMITTED UNDER THIS
LAND DISTURBANCE PERMIT.

4. ALL SURVEY INFORMATION TAKEN FROM ACTUAL
FIELD SURVEYS MADE FROM THIS OFFICE.
5. WATER SERVICES SHALL BE A MINIMUM OF 12" APART
AND STAGGERED PER TOWN OF FV.

6. NO MASS GRADING OF LOTS PERMITTED UNDER

THIS LAND DISTURBING PERMIT.

GRAPHIC SCALE

60 0

~

120

~

30

~

60

t

( IN FEET )
1 inch = 60 ft.

CUSTOM ItA!IN " CAlCUlAlION:

11IIlE (E CONCEHlRA lION:

CUSTOM BASIN 15 CAlcuu.'llClN:

~-iL
~ _1~~r

11IIlE (E COMCef1ftA1IOH:

~-iL
~_~r

~ - 4.. .... -> _ 5 ....
-> ...... """-Ity tw 2 .,... 5 ..... ,..... - $.74 1Il1'r.
-> Q - C . I . A - 0.50 . $.74 IIlI'r . 0.41 _ - 1.. ..

'c - .... .... -> - 5 ....
-> ..... ......, tw J ... S .... ... . a.H ~.
-> 0 - C . , . A - ... . So H ~ . 1.. _ . J.at ...

Surface ANa ot ....1-... ,(_) . (O.eI) . 1.. ct.
,....... ANa ot ....... (_) - 0.015 _
........ RE:OUI'ED SUllf"ACE rA FOR ~T BASIN - 0.015 __ (1153 sq.ft.)

IlEQlMED STORAGE CN'MJTY:
___ (d) - G.4 . .... _ (...A.) . _ ,... .. (A.)
....... (cf) - 0.4 . 1&3 ...ft . 3 A.
....... (d) - 783 cf

........ S1atAGI: CN'N:JTY:
1.100 cf/__ x donoI4M _ - 450 of

Fern Valley PtNlse 4
S to rm D ra in C .'e u I. tio n 5
PIPE
INVERT INVERT SLOPE STRUC TOTAL
UPSTREAM DNSTREAM (FT/FT) A REA AREA

FROM STRUCTURE
TO STRUCTURE

LG

FES'1 TO CII.1
CSt1 TO CII...
CB'4 TO VII1
VI'1 TO VII2
FES'2 TO CI.2
CB'2 TO CII.3
CB'3 TO Y"'3
V 113 TOY 1t4
V 114 TO C 8 .7
CB 1#7 TO V"S
V 115 TOV 1M
CB'7 TO ceN
CB'8 TO c..
FE S 1#5 TO CII.S
FES'6 TO CII"
FES.3 TO FESN
FES'7 TO CII.11
CB'11 TO CI.12
CB'12 TO CI.13
CB'11 TO CB.10
CB'10TO CB.14

H
72
12
49
57
90
127
63
227
i6
83
188
30
127
135
78
14
56
25
68
30

367.16
367.88
368.80
369.50
371 .12
371.86
375.65
376.82
379.85
379.85
380.10
380.40
380.80
374.30
379.70
379.80
379.77
380.45
380.65
380.95
381.32

364.54
367.16
367.88
368.80
370.30
371 .12
371.66
375.65
376.82
376.82
379.85
379.00
380.40
373.00
378.30
379.00
379.57
379.77
380.45
379.77
380.95

0.027
0.010
0.010
0.014
0.014
0.008
0.031
0.019
0.013
0.032
0.003
0.007
0.013
0.010
0.010
0.010
0.014
0.012
0.008
0.017
0.012

0.41
1.28
0.50
0.50
0.18
1.70
0.63
0.05
0.25
0.33
0.05
0.26
0.25
0.46
0.43
29.01
2.21
0.15
0.05
0.05
0.05

NOTE:

FOOTPRINTS Of CUSTOM BASINS 1,3,4,& 5 MUST BE RIPRAP LINED AFTER
REWCWING THE MSIN8 FROM SERVICE TO PROTECT FROM EROSION.

240

I

~y~~
_ .~T_
11I_-
--

~-_..-

'\ \,IF_
\.

OW'... IF 6' I'IPE~

- -.. rS'MllLl
~_ IF -'&'*V / .
......... -
· - --..."' rL.;;;\ Ji1i&
l' MIN. -

1.iI''''__

---

I'
-

L....:--..:. ::..-::..

...... ANa << ..... ... ~ - ..) . 2.Jt ...
Surface Nee at cIllIlgn ... (_) - 0.021 __
........ IlEQlMED SUllf"ACE NIEA FOR SEmllENT .,... - 0.021 __ ("4 ...ft.)

--~
___ (d) - 0.4 . ...... - (-..A.> . - .. ... (a.)
___ (d) . 0.4 . ..4 ... . ~ tL
--- (d) - ..-'
...... S1at#IlE CN'N:IN:
1.... -'1_ . ....... - . .. ..

CUSTOM BASIN 12 CAlCUlA lION:

CUI1llllII .... II CAUlll&A_

1IIlE aF CQltCfN1'IlA lION:

~f-
tc-~

1IIlE aF <XlNCIJfWtA lION:

tc _ _&~k)r

~f-
tc-~
tc _1~~r

~ - 4.118 .... -> USE ~ 11I1.
-> RoInf.. Int..elty for 2 V_ 5 lIlnlt. Storm - 5.74 In/hr.
-> Q - C x I x A - 0.36 x 5.74 In/hr x 2.41 ac. - 4.11 eta

Surface Area at dnIgn low (__) = (0.01) x 4.11 eta
,....... Nee ot ...... ... (__) - 0.0411 __
~ REQUlIlED SURfACE AREA FOR SEDIMENT BASIN - 0.75 acr_ (2010 "".ft.)
1lE0UIm> SlOItAGE CN'MJTY:
Volume (cf) - 0.4 x Mriace or... ("'l.A.) . max. pool ..... (ft.)
Volume (d) - 0.4 x 2010 "".ft x 3 ft.
Volume (d) - 2llOI cf
~ STORAGE eN'ACITY:
l,aoo cf loore X .....- ...... - 3M ef

~ - 4.ell _. -> USE 5 ....
-> I'tWtM IMIMlty tw 2 .,... II ....... stann - $.74 In/hr.
-> Q - C x I x A - 0.36 x ~.74 In/hr x 1.2 00. - 2.41cta

,....... _ at ...... ... (_) _ (0.01) x 2A1 eta
Surfoce Area at .... ... (_..) - 0.0241 __
........ IEllUIlED SUllf'ACE NIEA FOR 9BlMNT 8ASlN - .024 _ (10li0 ....ft.)

REQlMED STORAGE eN'MJTY:
V......... (d) - 0.4 x Mriace ..... (....ft.) x ma.. pool depth (ft.)
....... (cf) - 0.4 x 1080 ...ft x 3 It.
V......... (d) - 1210 ef

........ S1lORM[ CN'MJTY:
1,100 cf/ocre x ........ ...... - 1670 cf

CUSTOM BASIN 13 BASIN CAlCULA lION:

CUSTOlIl 8ASlN #1 CAlCUlA 1lClM:

11IIlE (E CXJNCEN'IRA lION:

~f-
~=~
~ = .k~t1r-

11IIlE (E COMCENlftA lION:

~-~
~_.k~r-

~ - 4.ell 11I1. -> USE 5 _.

-> Rainfall Int..elty for 2 V_ 5 Mlnlt. Storm = 5.74 In/hr.
-> Q - C x I x A - 0.36 x 5.74 In/hr x 4.7t oc. - ..12 cfa

tc - 4.ell _. -> USE 5 ....
-> ........ lII.....y tw 2 V_ 5 ..... stann - 5.74 In/hr.
=> Q = C x I x A - 0.36 x 5.74 in/hr x 0.1 ac. = 0.2efs

Surface Nea at .... flow (ocr..) - (0.01) x i.52 eta
Surtaoe Nea ot ...... !low (__) - 0.018 _

......uN RE:QUlllED SUllf"ACE MEA FOR SD:M:NT BASIN - 0.016 ocr.. (41111 sq.ft.)

IlEQUIIIO) STORAGE CAPMJTY:
Volume (cf) - 0.4 x --. ...... (....ft.) x max. pool depUl (ft.)
Volume (cf) = 0.4 x 4181 "".ft x 3 ft.
Volume (of) - :lOl7 cf

......uN STORAGE CAPACITY:
1,100 cf/oore x ........ ...... - 1107 cf

"
"
"
"
------~
~~~,@ :

-" I
'10:09i:91 SF I
........" /'.
:J
- - ,,-
-............

. '" ..

. '" ..

'" '" ..

0:::
01
.-,
(f),1
<"?I!
ZCIl
.-1..,
...
(f)IB
XI
WI

I~
/W
/(f)
I~
10:::
IW
I~
(f)

@
PtWIE

'\r

~ ANa << ...... ... (_) - (G.OI) x 0.20 ct.
Surface Nea at ..... !low (__) = 0.002 __
...... IlEQUIm) SUllf'ACE NIEA FOR SEmllENT III\SlN - 0.002 _.. (a7...ft.)

IlEQUlllED STOItAGE C1#'K:SrY:
VoIum. (cf') - 0.4 x ___ ...... ("", ft.) x ma.. pool depth (ft.)
WlIlM (d) - 0.4 x W1 ...ft x 3 ft.
Volume (ef') = 105 ef

...... STGlWE CN'MJTY:
1.100 ef/- x ....... _ = eo cf

CUSTOM BASIN ,. CAlCUlAlION:

11IIlE (E CONCOflltAlION:

te-iL

I.E'.IEl. SPMAOER AT CUSTOM BASIN 15

L- 130
L - 13 x 7.23
L-94FT
W - Ill'

_ .k~~r
~ - 28

te - 4.ell _. -> USE 5 _.
-> Rainfall lnt..elty for 2 v.... 5 Mlnlte Storm - 5.74 In/hr.
-> Q - C x I . A - 0.36 x 5.74 Inl'r x 43 ac. - .. ct.

I.E'.IEl. SI"llE.'\D€R TO II: COHTAIIlOl IN
20' MAlNTAlNACE AND IlltAINAililE EA5DlENT
AIIO SIW.I. 00IlRllIlIl 10 1IllN U ....Iy

Surface Area at ..... flow (_..) - (0.01) x .116 cfa
,....... Nee at ...... ... (_) - 0.0018 __
MlNlMUIoI REQUIRED SURFACE MEA FOR SEDIMENT BASIN - 0.0086 __ (374 "".ft.)

IlEQlMED STOIlIIGE CN'MJTY:
Volume (cf) - 0.4 x eurtac. area (sq.1t.) x max. pool depth (ft.)
Volume (of) = 0.4 x 374 sq.ft x 3 ft.
Volume (cf) - ... cf

MlNlMUIoI STOIlAGE eN' AClTY:
1,100 of/_ x ........ ...... - 37t cf

NOU:' UI1':1nO ~31 ~M

tOOZ I & lnr

CUSTOM BA~N SCHEDULE

aJSTOW l)(NUl)[D DRAINAGE WDIl LENClH LENClH WIllH Df.'PlH ~) >Ct
BASIN NO. AREA (AC.) AREA (AC.) (FT.) (FT.) (FT.) (FT.)
1 0.25 0.46 12 30 22 4 M3
2 0.203 2.41 12 70 30 4 2OeO
3 0.89 4.79 12 ao 52 4 4181
4 0.209 0.43 12 26 14 4 374
5 0.48 1.10 12 J8 25 4 914
6 0.93 1.20 12 <40 26 4 1050
7 0.044 0.10 12 15 12 4 87

'~ON,"" i 3/11'

NOTE:

NO DISCHARGES DtRECTL Y INTO
WETLANDS. THEREFORE NO LEVEL
SPREADERS ARE REQUIRED.

" ;1'"
, "'>
" .~
_ J. .......
. 2OlI1:Pi5!'1 - .........
.........
.........
.........
......

--
--

--

"
\..

.........
.........
~
\r.

5.28
4.87
3.59
3.59
3.13
2.90
1.25
1.20
0.61
0.38
0.05
0.51
0.25
0.46
0.43
29.01
2.51
0.25
0.10
2.41
2.21

WYU: <TYPO

"flIIWItW~

C

Q
S TR U C

0.55
0.55
0.55
0.55
0.55
0.45
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.35
0.40
0.40
0.55
0.45
0.40

7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2

1.62
5.07
1.98
1.98
0.71
5.51
2.49
0.20
0.99
1 .31
0.20
1.03
0.99
1.82
1.70
73.11
6.36
0.43
0.20
0.16
0.14

-.

1.____.r_____
___ ____vr_/lT""
____ __JIt'_

2.:':' -=~-:-'_~ __.~
111__.....,. r_=...-.
___......_tr. __
-----_. --
a:.r-------w

55
PEJtSl'[CTIVE VIEV

-
m

elMS ... __ __

1---

1DI' _ IITaI

SLT _

EllIITR _

--

1DI' ___

@
FEM~

@

I

.............

Q
PIPE
TOTAL

CALC
PIPE
DIA

20.91
19.29
14.22
14.22
12.39
1.40
4.95
4.75
2.42
1.50
0.20
2.02
0.99
1.82
1.70
73.11
7.23
0.72
0.40
7.81
6.36

19.28
22.58
20.14
18.84
17.87
17.89
10.94
11.89
9.82
7.00
5.08
10.24
7.03
9.28
9.03
37.05
14.62
6.35
5.48
14.51
14.33

t'

..

@)

--

--

a a _ D

r-----,
Ir-, ,
:L_" :
L..___-.J

@

~.----,
I ~ I
I .
1 @'"
I I
_J

r-----.,
1 I
I ~ I
'.-0 '
I .""" I
L _1Q.N..1LSL. .J

r-----.,
I I
/......... .Q
I"~ :
......... I

L___-=-
---
....... -......-
,,--- -'\-
" - .... - ..... - --.

---
-............

~----

-

CONSTRUCTION FOOT
AREA = 11 ,80

/
/
RINT 1t'J
FT SQ
@\
\
\
\
\

--7
/
/
" / /
" / /
>- /

~

PIPE
DIA

24
24
24
24
18
18
15
15
15
15
15
15
15
15
15
(3) 30
15
15
15
15
15

>-
W
---1
-.J
~

Z I"') @ /
O:::w 71 /
W(f) /
LL<{ /
<..? I /
ZCL/
.-
if)
X
W

\
\
\
\

\

"

"

"

"

~/
,.;' ./
-i> ,
#/
,/" @

"

'-...

,
I
I
I
I
I
I
I
I

@

@

@

~:
"

-----,

y
~I
/df I
// 1
/ I
0:

3.99 SF I
I
I
- - _ _JL.Y
/

....-.:=l--_
I
I
I ~I
I ~I
1_ 10,067.03 t

\
,
\ <{
,0
,~
\0:::
, .
\I
~:'+-\Z
. ~.~ ~
l'\l
Z
~
o
0:::
<{
()

/
I
I
I
:@

I 19r1.13 SF I
( I
L-____J

I
I ~ ,
I ~SF I
I
L---~~.

r-----,
I~.. I
I ~7SF I
J 1
,------T--
L--___--1

"
-

r-----,
I '\" I
I ~ I
I ~ I
I " I
L 10.002.57 SF"...l
----_...J--.

! /
,r----
}/
I@

I 11 .332.83 SF /
L__-:-_

/
~---,
I
I

,-----,
I I
I.-€t I
I .
I ,141.50 SF r

--- '
--_.--.J

"'-
r-----l r--------'7-
--
I ......-"""- ,-4_ /
'B I ~ /
,- 13 : I ~.~~ /
I to, SF I I _
L-____.J L__--
......-
......-
......-

r-----.,
I I
1 ~ I
I ~ 1/
1 10,011.18 SF_II
-=- ~ -:7""""- - .J

@
~1
10.029.65~ I
L 7-:::' - _ J

- -=-378=- ::: J
1-
~1SFI
\ I
- L__31~ - -J. _
-J _

e".,

---

-

r--
I --l
.~[~I
_'314-' - -,--
@'021 SF
",/
" ),

ONlROl
ORNER

"

/
,7--,
~V I
'~ 1
I~ /r
L 10.~ ~
/-_.=J
/'

I
/ - I
I ~-,
I ~ I
110.001.14 SF I
~--__-1
.........
.........
-
-
"

::----l r----l
, I ................._, I I
Q ,(;ci\ .........k I I
I-~ I 1 ~ 1 r--@--1
110.002.18 sr" L.J. 10,003.93 SF I 110,005.10 SF 1
L-___-1 L~~~ --1 L '
~........... ---_-1

r=~"~-\ \ ',,_
I --.1... \ -'<'
~ 7~-- -_
" Q \ \ W I
~ \ \ .~ I
1 11,828.7. If' \ \ 11.64.25 SF I
-----_-.l L I
--- ------'
--- -
_- - -372

c=- SF <
......." - Jft' ,

,
,
__...-r_,
,
,.

.........- - - -374- - - - - - ~ - -374- -_ _-

'\
"-
.........
.........
........
\...

--,-
I
I
I

-

---

---

- -376

-

---

-
-

---

REVISIIJNS

BY

I

-
.
I ~
I NO
100
"""<010
N"-N
. () I I"')
ZC'\l<O
U}I
I ^U}N
<{ 10
(j) Z '0) U}
:I 10 e:::: ..-
"""<{(1)"""""
>"-.../(1)
. X ..-
O~ W.e
ID z
C :::> 0 ..
'0 X
q :::> I <{
U o....LLo....LL

!ll~"'~
"'''.f' . "4Il
"'''" .. ..... ~
.t" ., ~ ,.
o .. ,.. ~..
:-~!- ~ ~ 'i~. j~
c...:>. ~rI)~ :
.
'" .~
"\ y" ...!$: I
d'O.... .....~~"~"
~ ".."
""...n~"

:s
III A.
~ 5
z ~a:
~Q!z
c~8
~ z
~ Q
I- en
en 0
a:
w

.

U

.

Z
~ ~
W z
o ~::)
c( ~ 8
~ ~ W
c:::l~
D.~~ c
>~2J ~
W @b ()Q
. @ '\:.I()
'-'d~
-I!@5
c(@~ c(
> ~ ~
Z @ r.
D: @5 =:-
W ~
IL :)
o
:)
IL

DATE

6-24-03

SCALE

1'=60'

DESIGNED BY
CGB
DRA'w'N BY
CGB

JOB

SHEET

2-0F-7

o
<.tJ
+
Ul

l..r-

I-
"
~

D
~

~
~~

f

~

NOTES:

NOR TH

1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF FUQUAY-VARINA STANDARDS

AND SPECIFACTIONS.

DENOTES LOTS WITH FLOOD SOILS REQUIRING *"
2.
A FLOOD STUDY
3. NO MASS GRADING OF LOTS PERMITTED UNDER THIS
LAND DISTURBANCE PERMIT.
ALL SURVEY INFORMATION TAKEN FROM ACTUAL
4. FIELD SURVEYS MADE FROM THIS OFFICE. .
F 12" APART

Fern Valley Phase 4
S to rm 0 ra in C a Ie u la tio n s
PIPE
SLOPE STRUC TOTAL
(FT/FT) AREA AREA

FROM STRUCTURE
TO STRUCTURE

LG

INVERT INVERT
UPSTREAM DNSTREAM

FES#1 TO CB#1
CB#1 TO CB#4
CB#4TOYI#1
YI#1 TO YI#2
FES#2 TO CB#2
CB#2 TO CB#3
CB#3 TO Y 1#3
Y 1#3 TOY 1#4
YI#4 TO CB #7
CB #7 TO YI#5
Y 1#5 TOY 1#6
CB#7 TO CB#8
CB#8 TO CB#9
FES#5 TO CB#5
FES#6 TO CB#6
FE S #3 TO FE S #4
FES#7 TO CB#11
CB#11 TO CB#12
CB#12 TO C8#13
CB#11 TO CB#10
CB#10TO CB#14

96
72
92
49
57
90
127
63
227
96
83
188
30
127
135
78
14
56
25
68
30

WETLANDS' 401 GROU~'

5. WATER SERVICES SHALL BE A MINIMUM 0
AND STAGGERED PER TOWN OF FV.
6. NO MASS GRADING OF LOTS PERMITTED UNDER
THIS LAND DISTURBING PERMIT.

60 0

~

CUSTON BASIN 11 CAl.CULA lIOH:
TIolE OF CONCDITRAlIOH:

~-~

1 (U2;).)J r
.'!J/)";40X)
10 - 1

~ - 4.08 WIN. -> USE l) WIN.
_> Rolnfal Inl....ly for 2 Y_ l) WInII. Slorm - 5.74 In/hr.
_> Q _ C " I . A - 0.5l) " 5.74 In/hr . 0.40 OQ. - 1.40 Clfa

Surfoce _ 01 dnl9n .ow (_) - (0.01) . 1.40 eN
SurlOOOl Iveo 01 de8Ign .ow (__) - 0.015 __
WINIIoIIM REQUIRED SURfACE AREA FOR SEDlllENT BASIN - 0.015 _ (W eq.1t.)

REQUIRED STORAGE CAPACITY: )
Volume (of) - 0.... . ourfoce areo ("",ft.) . IllOIl. pool cllplh (ft.
Volume (of) - 0.4 . 6~ "'" It " 3 ft.
Volume (ef) - 783 ef

WINIt.lUlol STORAGE CAPACITY:
1,800 ef/ocr. " denuded areo - 400 ef

CUSTOlil IIASIH 12 CAl.CULA 11ON:

1llolE OF CONCENTRATION:

li!r'
to-~
L4~2:~r-
~ - l~e

te - 4.68 WJN. -> USE 5 WIN. .
_> R,*,tall Inlenolly tOt 2 Y_ 5 WInII. Slonn - 5.74 In/hr.
_> Q _ C " I . A - 0.35 . ~ 74 In/hr " 2.41 oc. - 4.81 cia

Surloce Iv... 01 deIl9n low (_) - (0.01) " ,..01 cfw
Surtoc. ......... 01 dMl9n tow (_) - 0.048 oct_
WNWUIol REQUIRED SURfACE 1J<<A FOR SfOIW[NT BASIN - 0.76 _ (2080 eq.1I.)

REQUIRED STORAGE CAPACITY: ( )
Volume (ef) - 0.4 . ourfoce oraG ("",11.) . mow. pool cllplh II.
Volume (et) - 0.4 . 2m eq.ft . 3 II.
Volume (cf) - 2500 ef

WNWUW STORACE CAPACITY:
1.800 ef/oct. " .....ded areo - * cf

CUSTON IlASIN fJ BASIN CAl.CULA l1OH:
11ME OF CONCENTRA 11ON: I
I
I
I
i

~-~

.k (U23.)J r
4OO~X)
~ - 1

~ - ....68 WIN. -> USE 5 lIN.
_> Ralnloll Inl....ty fOt 2 Y_ 5 Wlnlt. Storm - 5.74 In/hr.
_> Q _ C x I . A - 0.35 . 5.74 In/hr . ....7lI oc. - '.&2 cfa

Surfoce lvaG al deoIll" flow (CKRa) - (0.01) . 11.62 Gte
Surloce Neo 01 cIMlll" flow (_oa) - O.OM -
_WUW REQUIRED SURfACE ARl.~ FOR SEJ:lIWENT IIASIN - 0.0IilI acr.. (4111 eq.1I.)

~:~ctf~~ .C':,:,r;:; areo (eq.ft.) . mox. pool cllplh (II.)
VoIum. (of) - 0.4 " 4181 eq.ft " 3 II.
VoIum. (el) - 0017 cf
IoIINIWUW STORAGE CAPACITY:
1.800 cl/ocr. . clenuded ...... - leo7 ef

CUSTOlil BASIN ,.. CALCULA 11ON:

11NE OF CONCENlRA l1OH:

I~-~

r ~23')J -r--
JI414021J
Ie-

~ _ ....08 IoIIN. -> USE 5 Wt!.
_> Ralnloll 1n1~.lly for 2 Y_ 6 ....Ite Storm - 6.74 In/hr.
_> Q _ C . I . A - 0.35 . 5. 74 In/hr . ~ oc. - .ee cfw

I Surfaoe Iveo at dMI9n ftow (_..) - (0.01) " .ee cfa
I Surfaoe lvaG 01 dMI9n ftow (acr..) - O.ooee ocr..
. n.....-n ~._.~ .-. FOR SEDIWOlT IIASIH - o.ooee _ (374 eq.1I.)
IoIINIWUW RE__ ............... ~

REQUIRED STORAGE CAPACITY: )
I Volume (cfj - 0.4 · arlIoe ana (eq.II.) " I'IlOIlo poaI cllplh (II.
Volume (01) - 0.... . 37. "",ft . 3 II.
Volume (cf) - 44e cf

IIoIINIWUN STORAGE CAPACITY:
! 1.800 cf/am " clenuded ...eo - 378 ef

CUSTOM BASIN SCHEDULE

JAN J 8 2004

".',
. r.
GRAPHIC SCALE

. '..: dAU f Y SECTION

~ ~ 1~

~ =' ,

( IN FEET )
1 inch = 60 ft.

240

I

CUSTOlil IIASIN 10 CALCULA1IClN:

11WE OF CONCENTIlA11ON:

367.16
367.88
368.80
369.50
371.12
371.86
375.65
376.82
379.85
379.85
380.10
380.40
380.80
374.30
379.70
381.37
379.77
380.45
380.65
380.95
381.32

364.54
367.16
367.88
368.80
370.30
371.12
371 .66
375.65
376.82
376.82
379.85
379.00
380.40
373.00
378.30
379.52
379.57
379.77
380.45
379.77
380.95

Sl:CTIOl THRU IDlM &. IlL TEll

c.MY__~ _
- _ .. W'Ll."'"

0.027
0.010
0.010
0.014
0.014
0.008
0.031
0.019
0.013
0.032
0.003
0.007
0.013
0.010
0.010
0.024
0.014
0.012
0.008
0.017
0.012

...-

r_
--

0.41
1.28
0.50
0.50
0.18
1.70
0.63
0.05
0.25
0.33
0.05
0.26
0.25
0.46
0.43
29.01
2.21
0.15
0.05
0.05
0.05

5.28
4.87
3.59
3.59
3.13
2.90
1.25
1.20
0.61
0.38
0.05
0.51
0.25
0.46
0.43
29.01
2.51
0.25
0.10
2.41
2.21

w.",'rft ,/ ..

\_IWIAnDI..._ "",,=~::,./ r l
r-" 7 ./
L - ....... rr-~
~ , ._~' (1--,- _~
~ , r _ \
~ --
- - ~~-
.-r ~ _ cw.. _ CotNam _'_~:

Ie-~
1~~r
Ie - 1

~ _ ....08 ~. -> USE II .....
_> RaInfall Inlenalty .... 2 Y_ 5 IolInIt. Stann - 5.74 In/hr.
_> Q - C . I . A - 0.35 . 5.74 In/hr . 1.10 ao. - 2.21 Gte

Surloc. _ 01 cIMIllIl .... (_> - (0.01) . 2.21 cia
Surtac. _ 01 cIMIllIl law (_) - 0.021 -
lotNlWUIol REQlJIRED SURfACE NIUo FOR SEIllWENT BASIN - 0.021 acr.. (1114 eq.1t.)

REQUIRED STORAGE CI#/IDTY: ( )
............ (cf) - 0.4 . --.. ana (eq.II.) " -. pool cIIplII ft.
........... (ef) - 0.4 . 1114 eq.ft . 3 It.
............ (of) - 10IilI of

~IlIlUlol STORAGE CAPM:ATY:
'.800 of/__ " denuded ..eo - 175 01

CUSTON BASIN #I CAl.CULAllON:

1llolE OF OClHCQlTRA'lION:

le-iL
~ _1~~1r

yo-..-r_

L=-=-,,:~~

---

CUSTOW BASIN 11 CAl.CULA 1IClN:
11M[ OF alNCDI1IIA1lClII:

Ie-~
~ _1~~r

... .. ...

.. ... ...

... ... ...

.. ... ...

P[RSf'tCTlVt VlEV

. . . . . . . ~
.. ... ... ~EltANOS ... ..
. . + .. . + .
. .... . .. ....

Ie - 4..08 IlIH. -> USE II IIN.
_> Ralnlal Intenelty.... 2 V_ II ...... sa.. - 6.74 In/hr.
_> Q _ C . I . A - o..l5 . 6.74 Injhr- . 0.1 .. - Q.2cla

Surfooe _ at ..... flow (_) - (0.01) II 0.20 ota
Surloce _ at ..... .... (_) - 0.002 __
IiIlHIWUIIl ll(QlJlRm SURfNX NfU, fat SEDIlDlT BASIN - 0.002 __ (87eq.1t.)

REQlJIRED STORAGE CAPAClT'l': )
YoIurne (cf) - 0.4 II aurIaoe _ (eq.It.) I IIlQll, pool ... (It.
_.. (cO - 0.4 . 87 eq.ft . 3 It. .
__ (el) - 105 ef

IIlIHIlIlUIl STORAGE CAPM:ATY:
1.800 cf/oct. " denuded arM - 10 cf

I

I.E'fU SPtlfAIlER AT CUSTOlil BASIN 10

~13Q
L - 13 . 7.23
L- Hn
W - 18'

L.f~ SPIlt:AIlEft TO .: CONTAINED IN
20' WAlHT AIHACE Nf:) llRAlIWj( EASDlPlT
Nf:) SHALL COHF'ORW TO TOPOCiRN'Hy

DRAINAGE WEIR LENGlH LENGlH VltDlH DEPlH EfFECllVE
CUSTOM DENUDED (f'T. ) (FT.) (FT.) STORAGE (cr)
BASIN NO. AREA (AC.) AREA (AC.) (FT. ) 683
12 30 22 4
1 O.2~ 0.046
12 70 30 4 2080
2 0.203 2.41
12 80 52 4 4161
;5 0.89 4.79
0.43 12 26 14 4 374
4 0.209
12 .36 2~ 4 914
5 0.48 1.10
1.20 12 40 26 4 1050
(l 0.93
0.10 12 15 12 4 87
7 0.044

,.
-

--

C

0.55
0.55
0.55
0.55
0.55
0.45
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.35
0.40
0.40
0.55
0.45
0.40

7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2

-fl"

a
S TR U C

1.62
5.07
1.98
1.98
0.71
5.51
2.49
0.20
0.99 :
1.31
0.20
1.03
0.99
1.82
1.70
73.11
6.36
0.43
0.20
0.16
0.14

~An_~ ~...:"-.&
101~."_
01 .. MOIIIZDNT..... W1IIL f'OaT
-.D ~y tD .....
~

BAFFLE INSTAL~TION - STEP 1

) ~'
, i'
"

-

--

----

/
/
CONSTRUCTION FOOT RINT IN
AREA = 11 ,80 FT SO}
@\

\
\
E 5T FH~
PASE3
\

Q
PIPE
TOTAL

CALC
PIPE
DIA

20.91
19.29
14.22
14.22
12.39
9.40
4.95
4.75
2.42
1.50
0.20
2.02
0.99
1.82
1.70
73.11
7.23
0.72
0.40
7.81
6.36

19.28
22.58
20.14
18.84
17.87
17.89
10.94
11.89
9.82
7.00
5.08
10.24
7.03
9.28
9.03
31.66
14.62
6.35
5.48
14.51
14.33

I

;.

I i
I .
SECTION AT OPENING

'"
-,,-..:
---
=:':--,

"-.L.. _
BAFFLE INSTALLATION - STEP 2

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f-
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W

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PIPE
DIA

24
24
24
24
18
18
15
15
15
15
15
15
15
15
15
36
15
15
15
15
15

---

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Ie - ....68 lIN. -> USE l) ......
_> Ralnloll Inlenalty ,." 2 Y_ 5 Wlnlle Slonn - 5.74 In/hr.
_> Q _ C " I . A - 0.30 . 5.74 In/hr . '.2 OQ. - 2.410la

Surfooe ......aG 01 dMl9n .... (oct_) - (0.01) . 2... cia
Surtoce lvaG 01 dMI9n flow (_..) - 0.024t -
WINlNUW REQlJIRED SURf'NX NIU. FCIR SOlIIoEHT BASIN - .024 _ (1011O eq.ft.)

REQUIRED SlORAGE CAPM:ATY: )
Vollune (cfj _ 0.4 " eurtDoe arM (eq. ft.) " mow. pool .... (It.
........... (cfj - 0.4 I 1011O eq.ft " 3 II.
Volume (cfj - 1210 cf

lltllWUW STORAGE CAPAafY:
1.800 cf/__ . dIIluCIed ana - 1670 cf

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